ML14161A097

Final Safety Analysis Report, Amendment 112 - FSAR 2.5-603, Underground Barrier Trench B, STA 2+50

ML14161A097
Person / Time
Site:	Watts Bar
Issue date:	05/30/2014
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
Shared Package
ML14160A901	List: ML14160B088 ML14160B089 ML14160B090 ML14160B091 ML14160B092 ML14160B093 ML14160B094 ML14160B095 ML14160B096 ML14160B097 ML14160B098 ML14160B099 ML14160B100 ML14160B101 ML14160B102 ML14160B104 ML14160B105 ML14160B106 ML14160B107 ML14160B108 ML14160B109 ML14160B110 ML14160B111 ML14160B112 ML14160B113 ML14160B114 ML14160B115 ML14160B116 ML14160B117 ML14160B118 ML14160B119 ML14161A058 ML14161A060 ML14161A061 ML14161A062 ML14161A063 ML14161A064 ML14161A065 ML14161A066 ML14161A067 ML14161A068 ML14161A069 ML14161A070 ML14161A071 ML14161A072 ML14161A073 ML14161A074 ML14161A075 ML14161A076 ML14161A077 ... further results
References
Download: ML14161A097 (1)

Text

ENSfTY TEST 2023 TEST NUMBFR 0055%) % MAX/MUM DRY DENSITY AS7-M 06% OR %

RELA f/VE DENS/TY ASTM DZ049 V WATER 7ABf E

@POTENTIAL FAILURE PLANE MATER/AL INTERFACES -

075 CRUSWED STONE AND fOO% +MAX F/iL 1 0 7 5 AND 10.32 CWSNED STONE 1.32 CRUSHED STONE

- - - / ~ X ~ % @ M ~ X 95%GMAX F/LL AND

• ASSUMED INTERFACE ADDED BY AMENDMENT 68